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Miming Virganinda
Jurusan Teknik SIpil, Universitas Kristen Palangka Raya

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STUDI METODE PELAKSANAAN PONDASI JEMBATAN KAYU DI SEI KARAU, KABUPATEN BARITO TIMUR (Study of the Implementation Methods of Wood Bridge in Sei Karau, East Barito District) Miming Virganinda; Henriko Pasaribu
Huma Tabalien Jurnal (HTJ) Teknik Sipil Vol 2, No 1 (2022): Vol 2, No 1 (2021): HTJ Februari 2022
Publisher : Fakultas Teknik Universitas Kristen Palangka Raya

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Abstract

: The highway is a land transportation infrastructure that plays a very important role very important in the transportation sector, especially for the continuity of distribution goods and services. The condition of the road that is often traversed often causes dense currents traffic so that it can cause vulnerabilities in the form of congestion and even accidents vehicles passing through the road. The number of movements on a road segment can be associated with the density of traffic flow on the road that is believed correlated with the speed of the vehicle and the volume of vehicles that occur per kilometers of roads. One of the problems that also exacerbate traffic conditions, is the problem of side friction on roads with heavy traffic flow. Obstacle Sideways is the impact on traffic performance from road segment side activities, including the lack of parking facilities in an area that will result in new parking activities, vehicles in and out of the side of the road, pedestrians and vehicles slow. The purpose of this research was to determine the effect of obstacles side and road performance. The results of the analysis carried out on the RTA road sections. km 9 use MKJI 1997 method obtained the highest traffic flow on Saturday of 867 smp/hour, the free flow speed of the vehicle is 41.21 km/hour, the side resistance weight of 493.8 with a class of medium / medium side barriers, the capacity of 2202 roads pcu/hour, the degree of saturation is 0.40 and the service level for the road (los) C is current speed is still stable, speed and movement are determined more by volume tall Keywords: Volume, Free Flow Speed, Side Barriers, Road Section Capacity, Service Level
ANALISIS KEKUATAN TIANG PANCANG SPUN PILE PADA ABUTMENT JEMBATAN ANJIR SERAPAT KM. 11 (Strength Analysis Of Spun Pile At Anjir Serapat Bridge Abutment Km. 11) Miming Virganinda; Anri Lamhot P. Lumban Gaol
Huma Tabalien Jurnal (HTJ) Teknik Sipil Vol 1, No 2 (2021): HTJ Desember 2021
Publisher : Fakultas Teknik Universitas Kristen Palangka Raya

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Abstract

A bridge is a building built over a railroad, river or road so that people or vehicles can cross from one side to the other. Bridge buildings in general must be strong to withstand heavy vehicles passing on it, strong to withstand strong winds from the side withstand the vibrations caused by the earthquake. The pile foundation is part of the structure that is used to receive and transfer (transmit) loads from the superstructure to the supporting soil which is located at a certain depth. The pillars are long and slender which transfers the load to deeper ground. The main materials of the poles are iron and concrete.The understructure of this bridge consists of abutments and foundations, both of which have an important role in supporting the bridge structure. The planned abutment dimensions are 3.876 m high, with a pile cap width of 3.80 m and a pile cap length of 6 m. The establishment of a bridge is also due to the strong foundation that supports the bridge. The type of foundation used under the existing abutments is pile foundation with a diameter of 500 mm and a depth of ±35 m and a pile cap thickness of 1 m. Based on the SPT test data, sandy soil conditions with an N value 60. Keywords: Bridges, Spun Pile, Piles, Abutments, Concrete.